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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.4 LAccepted-AOC 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹2.4 L | L-1 | Accepted-AOC being lowest |
| 2 | L-2₹2.9 L+₹51,150 (21.4%)Rejected-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹2.9 L+₹51,150 (21.4%) | L-2 | Rejected-Finance Being not lowest |
| 3 | L-3₹3.1 L+₹73,150 (30.6%)Rejected-Finance | ₹3.1 L+₹73,150 (30.6%) | L-3 | Rejected-Finance Being not lowest |
| 4 | L-4₹3.9 L+₹1.5 L (61.2%)Rejected-Finance HEAD OFFICE PLOT NO A 9 IDCO INDUSTRIAL ESTATE NEAR SAI INTERNATIONAL SCHOOL PATIA BHUBANESWAR 751024 ODISHA PATIA | KHORDHA | ODISHA | 751024 | ₹3.9 L+₹1.5 L (61.2%) | L-4 | Rejected-Finance Being not lowest |
| 5 | L-5₹4 L+₹1.6 L (67.5%)Rejected-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹4 L+₹1.6 L (67.5%) | L-5 | Rejected-Finance Being not lowest |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
17 Mar 2020, 6:00 pmClosed
GEAFADMAREAKHERIAAGRA
GEAFADMAREAKHERIAAGRA
PROVN OF SOIL INVESTIGATION AT CERTAIN LOCATIONS AT AF STN KHERIA AGRA
2020_MES_327863_1
8000-1796/E8
Open Tender
Civil Works
Item Rate
90 days
GEAFADMAREAKHERIAAGRA
Class E Cat a ( i ) and for un enlisted firms docs as per NIT
8 documents required · 8 mandatory
₹300
GEAFADMAREAKHERIAAGRA
₹9,800
Yes
13 Jul 2020
24 Feb 2020
19 Mar 2020
24 Feb 2020
17 Mar 2020
4 Mar 2020
Amount
To carryout the test to ascertain soil profiles/ proportion to determine safe bearing capacity complete with field and lab investigation according to relevant specifications of IS-2131, 6403, 1498 & 2720 :- Location : Constn site of solar energy project of cap 1.5 MW (a) Conducting soil investigation for the following :- (i) Nos of bore holes - 11 Nos (ii) Dia of bore holes - 150 mm (iii) Depth of bore holes - 10 M (b) Collection of distrubed and undisturbed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (c) Conducting lab test on distrubed soil samples as considered necessary according to relevent IS specification of 2720 :- (i) Sieve analysis & grain size distributuin by sieve analysis and hydrometer test (ii) Atterberg's limit (iii) Natural moisture content (iv) Partical size analysis test (v) Bulk density (d) Conducting lab test on undisturbed soil sample as considered necessary accoding to relevent IS specification of 2720 and detailed results showing all relevant calculations, inferences, indices and parameters shall be given in soil report :- (i) Natural moisture content (ii) Bulk density (iii) Specific gravity (iv) Free swell index and swelling properties of soil (v) Organic matter in soil if any (vi) Conslidation test (compressed index value) (vii) Trixial compression test and determination of shear parameters (C&O test) as per relevent IS. (viii) Harmful salt (complete investigation as already ref). (e) Ground water table :- (i) Max. & Min. levels of ground water in the area with source of information (ii) Ground water during the investigation
To carryout the test to ascertain soil profiles/ proportion to determine safe bearing capacity complete with field and lab investigation according to relevant specifications of IS-2131, 6403, 1498 & 2720 :- Location : Constn site of solar energy project of cap 1.5 MW (a) Conducting soil investigation for the following :- (i) Nos of bore holes - 08 Nos (ii) Dia of bore holes - 150 mm (iii) Depth of bore holes - 5 M (b) Collection of distrubed and undisturbed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (c) Conducting lab test on distrubed soil samples as considered necessary according to relevent IS specification of 2720 :- (i) Sieve analysis & grain size distributuin by sieve analysis and hydrometer test (ii) Atterberg's limit (iii) Natural moisture content (iv) Partical size analysis test (v) Bulk density (d) Conducting lab test on undisturbed soil sample as considered necessary accoding to relevent IS specification of 2720 and detailed results showing all relevant calculations, inferences, indices and parameters shall be given in soil report :- (i) Natural moisture content (ii) Bulk density (iii) Specific gravity (iv) Free swell index and swelling properties of soil (v) Organic matter in soil if any (vi) Conslidation test (compressed index value) (vii) Trixial compression test and determination of shear parameters (C&O test) as per relevent IS. (viii) Harmful salt (complete investigation as already ref). (e) Ground water table :- (i) Max. & Min. levels of ground water in the area with source of information (ii) Ground water during the investigation
To carry out plate bearing test (K-Value test) for determination of sub grade each reaction of soil in place for design of Raft foundation. This includes arrangement of girders, hydraulic jack (complete with pump pressure gauge and flexible pipe, dial gauge with magnetic bases chequers or grove steel plate varying in size, datum bar or rod necessary tool kit) and conducting test at site accordance to IS 9214-1979. Notes :- Notes for item No. 1.00, 2.00 & 3.00 here-in-before are given on ser page No 4 & 5 ( Schedule 'A' Notes ) of tender documents.
Shree Balaji Test House Pvt.Ltd.
Soigne Engineering Consultants
IDAX CONSULTING AND RESEARCH PVT. LTD.
MEENAKSHI GEOTECH
M/S. BECQUEREL INDUSTRIES PVT. LTD.
Prinav Gis Technologies P Ltd
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